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CODES AND STANDARDS
<br />CONCENTRATED LOADS SHALL NOT BE PLACED ATOP TRUSSES UNTIL ALL SPECIFIED BRACING HAS BEEN INSTALLED
<br />* STRUCT DESIGN BASED ON THE 6TH EDITION (2017) FLORIDA BUILDING CODE
<br />AND DECKING IS PERMANENTLY NAILED IN PLACE. SPECIFICALLY AVOID STACKING FULL BUNDLES OF DECKING OR
<br />* lvll M I ESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES ASCE 7
<br />OTHER HEAVY MATERIALS ONTO UNSHEATHED TRUSSES.
<br />* BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318
<br />* ERECTION BRACING IS ALWAYS REQUIRED. PROFESSIONAL ADVICE SHOULD ALWAYS BE SOUGHT TO PREVENT
<br />TOPPLING OR "DOMINOING" (CASCADING COLLAPSE) OF TRUSSES DURING INSTALLATION.
<br />! *BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530
<br />PASSAGE DOORS
<br />* AISC SPECIFICATION FOR STRUCTURAL STEEL DESIGN
<br />* NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
<br />*ALL INTERIOR DOORS SHALL BE UNDERCUT 1/2 "FOR AIR CONDITIONER RETURN AIR.
<br />* AF&PA WOOD FRAME CONSTRUCTION MANUAL
<br />* HINGES WITH HINGE PINS EXPOSED TO THE OUTSIDE OF ALL EXTERIOR DOORS SHALL HAVE NON -REMOVABLE
<br />PINS.
<br />GENERAL
<br />* SWINGING DOORS, WHERE OF SOLID CORE TYPE CONSTRUCTION, SHALL BE NOT LESS THAN 1.75 INCHES IN
<br />* DO NOT SCALE DRAWINGS, USE GIVEN DIMENSIONS ONLY. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
<br />THICKNESS.
<br />SCALE DIMENSIONS AT ALL TIMES. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE DESIGNER IMMEDIATELY.
<br />* EXTERIOR EXIT DOORS, IF OPERABLE FROM THE EXTERIOR, SHALL HAVE AT LEAST ONE LOCK THAT IS KEY
<br />* ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. THE DIMENSIONS SHOWN ARE AS
<br />OPERATED FROM THE EXTERIOR.
<br />ACCURATE AS THE BASE BUILDING DOCUMENTS PERMIT. ANY MAJOR DISCREPANCIES MUST BE BROUGHT TO THE
<br />LOCKS ON EXTERIOR DOORS SHALL HAVE A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING
<br />ATTENTION OF THE DESIGNER IMMEDIATELY.
<br />COMBINATIONS.
<br />* THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION.
<br />* WHERE A KEY -IN -THE -KNOB LATCH -SET IS SPECIFIED THERE SHALL BE AN AUXILIARY DEAD BOLT TYPE LOCK
<br />CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE
<br />PROVIDED.
<br />RESPONSIBILITY OF THE CONTRACTOR.
<br />* DEAD BOLTS SHALL BE HARDENED OR CONTAIN INSERTS.
<br />* IT IS THE CONTRACTORS RESPONSIBILITY TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE
<br />THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS.
<br />* FRONT MAIN ENTRANCE DOOR SHALL BE PROVIDED WITH A DOOR SCOPE OF VISION PANEL.
<br />* THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES.
<br />* EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET.
<br />* ALL WORK SHALL BE OF THE HIGHEST QUALITY FOLLOWING THE MANUFACTURER'S SPECIFICATIONS ALONG WITH
<br />* EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY
<br />THE BEST TRADE PRACTICES AND STANDARDS.
<br />WHEN LOCKED.
<br />* ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST POOR WORKMANSHIP AND DEFECTS.
<br />* ALL EXTERIOR GLASS DOORS TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/1S2 STANDARD
<br />AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND
<br />* DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS IN COMPLETE SETS SO THAT THEY KNOW THE
<br />APPROVED PRODUCT TESTING ENTITY.
<br />ARCHITECTURAL DETAILS AFFECTING THEIR WORK.
<br />* EXTERIOR DOORS INSTALLED IN MASONRY WALLS WERE BUCK THICKNESS IS LESS THAN 1-1/2 " SHALL BE
<br />* THE CONTRACTOR IS RESPONSIBLE FOR ALL SPECIALTY TRADES. ANY AND ALL TRADES NOT MENTIONED IN THESE
<br />ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE.
<br />DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR.
<br />* ALL WORK SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE OR THESE
<br />WINDOWS
<br />DRAWINGS - WHICHEVER IS MORE STRINGENT.
<br />* HINGES WITH HINGE PINS EXPOSED TO OUTSIDE, OF ALL EXTERIOR OPERABLE WINDOWS AND SKYLIGHTS SHALL
<br />* ALL WINDOW AND DOOR OPENING SIZES ARE NOMINAL. VERIFY MANUFACTURER'S ACTUAL OPENING
<br />HAVE NON -REMOVABLE PINS, OR SHALL BE OF INTERLOCKING STUD TYPE AND SUCH HINGES SHALL HAVE
<br />REQUIREMENTS.
<br />NON -EXPOSED SCREWS.
<br />DESIGN
<br />* ALL WINDOWS SHALL BE CONSTRUCTED SO THAT WHERE FIXED OR LOCKED THEY CANNOT BE REMOVED FROM
<br />THE FRAMES FROM THE OUTSIDE.
<br />* LIVE LOADS
<br />* EXTERIOR WINDOWS SHALL BE LOCKED ON THE INSIDE WITH DEVICES CAPABLE OF WITHSTANDING A FORCE OF
<br />FLOOR 40 PSF
<br />150 LBS. APPLIED IN ANY OPERABLE DIRECTION UNLESS THE WINDOW OPENING IS PROTECTED BY OTHER
<br />ATTIC 20 PSF
<br />INTRUSION SECURITY DEVICES AS SET FORTH HEREIN, OR AN APPROVED EQUAL,
<br />ROOF 20 PSF
<br />* EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND SHALL PROVIDE A
<br />BALCONY 60 PSF
<br />CLEAR OPENING OF NOT LESS THAN 201N IN WIDTH, 241N IN HEIGHT, AND 5.7 SQUARE FEET IN AREA. THE BOTTOM
<br />OF THE OPENING SHALL BE NOT MORE TH
<br />AN HAN 441N ABOVE THE FLOOR AND ANY LATCHING DEVICE SHALL BE
<br />* DEAD LOADS: SPECIFIED MATERIAL WEIGHTS UTILIZED - REFERENCE DRAWINGS FOR SPECIFIED SUPERIMPOSED
<br />CAPABLE OF BEING OPERATED FROM NOT MORE THAN 541N ABOVE THE FINISHED FLOOR.
<br />DEAD LOADS FOR SPECIALTY STRUCTURAL SYSTEMS.
<br />* ALL EXTERIOR WINDOWS TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/1S2 STANDARD AND
<br />* WIND LOADS: REFERENCE WIND DESIGN INFORMATION WITHIN THESE PLANS.
<br />BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND
<br />WOOD
<br />APPROVED PRODUCT TESTING ENTITY.
<br />* ALL FRAMING TO COMPLY WITH THE FBC (CURRENT EDITION) UNLESS THESE PLANS NOTE OTHERWISE
<br />* ALL EXTERIOR WINDOWS TO BE ANCHORED PER THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO
<br />* ALL METAL CONNECTION HARDWARE BY SIMPSON UNLESS PRE -APPROVED BY THE ENGINEER
<br />ACHIEVE THE DESIGN PRESSURE SPECIFIED.
<br />* WOOD IN CONTACT WITH EARTH, MASONRY, AND CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE
<br />* EXTERIOR WINDOWS INSTALLED IN MASONRY WALLS WERE BUCK THICKNESS IS LESS THAN 1-1/2" SHALL BE
<br />WITH A M UNLESS A WATER BARRIER IS PROVIDED. WATER BARRIER SHALL BE IN ACCORDANCE WITH THE FBC
<br />ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE.
<br />MINI
<br />OR AT A MINIMUM 30L6 FELT.
<br />* EXTERIOR WINDOW MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED
<br />* COVER WOOD PRODUCTS TO PROTECT AGAINST MOISTURE. SUPPORT STACKED PRODUCTS TO PREVENT
<br />TO TRANSFER 1.5 TIMES THE DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE.
<br />DEFORMATION AND TO ALLOW AIR CIRCULATION.
<br />INSULATION
<br />* CONCEALED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB). 2)
<br />* UNLESS OTHERWISE NOTED - ALL THERMAL INSULATION SHALL BE AS FOLLOWS:
<br />SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S-DRY OR MC19. 4)
<br />CONCRETE MASONRY WALLS R-6 INSULATION
<br />MISCELLANEOUS BLOCKING, FURRING, AND NAILERS AS FOLLOWS - LUMBER: S4S NO. 2 OR STANDARD GRADE -
<br />FRAMED WALLS R-13 FIBERGLASS BATT
<br />BOARDS: STANDARD OR NO. 3.
<br />-
<br />* EXPOSED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB). 2)
<br />INTERIOR CEILINGS R-19 FIBERGLASS BATT OR BLOWN
<br />SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S-DRY OR MC19.
<br />CEILINGS UNDER ATTIC R-38 FIBERGLASS BATT OR BLOWN
<br />* CONSTRUCTION PANELS: 1) CONCEALED PLYWOOD: PS 1, C-C PLUGGED, EXTERIOR GRADE. 2) EXPOSED
<br />PLYWOOD: PS 1, A-D, INTERIOR GRADE. 3) ELECTRICAL COMPONENT MOUNTING: APA RATED SHEATHING, FIRE
<br />RETARDANT TREATED.
<br />* FASTENERS: HOT -DIPPED GALVANIZED STEEL FOR HIGH HUMIDITY AND TREATED WOOD LOCATIONS, UNFINISHED
<br />STEEL ELSEWHERE U.N.O.
<br />WOOD CONNECTORS
<br />* UNLESS OTHERWISENOTED IN THE MANUFACTURER'S CATALOG, BOLTS AND NAILS SHALL NOT BE COMBINED.
<br />* ALL NAILS SHALL BE COMMON UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG OR SUBSTITUTED,
<br />BY THE ENGINEER -OF RECORD, WITH A REDUCTION TAKEN.
<br />* UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BENDING STEEL IN.THE FIELD MAY CAUSE
<br />FRACTURES AT THE BEND LINE. FRACTURED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. WHEN
<br />BENDING IS ALLOWED OR REQUIRED IN THE CATALOG, THE CONNECTOR SHALL BE ALLOWED ONE CYCLE BEND,
<br />ONE TIME ONLY.
<br />* ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD OR EXPOSED TO WEATHER SHALL BE HOT
<br />DIPPED GALVANIZED WITH MINIMUM G180 PROTECTION. ALL NAILS, SCREWS, BOLTS, ETC REQUIRED FOR THE
<br />CONNECTOR SHALL HAVE AN EQUAL OR GREATER PROTECTION AS THE CONNECTOR. DO NOT MIX GALVANIZED
<br />AND STAINLESS STEEL MATERIALS.
<br />* A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATE SPLITS TO DETERMINE IF THE
<br />CONNECTION WILL PERFORM AS REQUIRED. DRY WOOD MAY SPLIT MORE EASILY AND SHOULD BE EVALUATED AS
<br />REQUIRED. IF WOOD TENDS TO SPLIT, CONSIDER PRE -BORING HOLES WITH DIAMETERS NOT EXCEEDING 0.75 OF
<br />THE NAIL DIAMETER (1997 NDS 12.1.3.1).
<br />* BUILT-UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE UNIT TO RESIST THE
<br />° APPLIED LOAD.
<br />* UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, FILL ALL FASTENER HOLES WITH FASTENER TYPES
<br />AS SPECIFIED IN THE MANUFACTURER'S CATALOG.
<br />L
<br />* ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE MANUFACTURER'S
<br />CATALOG.
<br />* BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF 1/16 " LARGER THAN THE BOLT DIAMETER
<br />(NDS 8.1.2.1)
<br />* INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION.
<br />* NAIL TOOLS WITH HOLE -LOCATION MECHANISMS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE
<br />CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES.
<br />* JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE
<br />HEADER SHALL NOT EXCEED 1/8 ".
<br />ROOF (METAL)
<br />ROOF SHEATHING SHALL BE MIN 112, PLYWOOD APA RATED EXPOSURE 1 C-D WOOD STRUCTURAL PANELS AND
<br />SHALL SPAN NO MORE THAN 2'4'. SHEATHING SHALL SPAN WITH THE LONG DIMENSION PERPENDICULAR TO
<br />FRAMING WITH THE END JOINTS STAGGERED FASTEN SHEATHING WITH 8D COMMON RING -SHANK NAILS @ 6,cc
<br />MINIMUM U.N.O. FASTEN SHEATHING WITH 8D COMMON NAILS @ 4;Cc MINIMUM WITHIN ALL END ZONES - FOR
<br />END ZONE DIMENSIONS AND LOCATIONS, SEE WIND DESIGN SECTION WITHIN THESE PLANS. FASTEN SHEATHING
<br />WITH 8D RING -SHANK NAILS @ 4;cc MINIMUM WITHIN ALL CORNERS OF OVERHANGS - FOR OVERHANG CORNER
<br />LOCATIONS, SEE WIND DESIGN SECTION WITHIN THESE PLANS. FASTEN SHEATHING WITH 8D RING -SHANK NAILS @
<br />4-cc FOR A LENGTH OF 4'-0. PERPENDICULAR TO EACH GABLE END. UNDERLAYMENT SHALL CONFORM TO ASTM
<br />D226 TYPE 1 OR ASTM 4869 TYPE 1. FOR ROOF SLOPES FROM 2:12 UP TO 4:12, UNDERLAYMENT SHALL BE A
<br />MINIMUM OF TWO LAYERS APPLIED AS FOLLOWS: (1) STARTING AT THE EAVE, A 19-INCH STRIP OF UNDERLAYMENT
<br />SHALL BE APPLIED PARALLEL WITH THE EAVE AND FASTENED SUFFICIENTLY TO STAY IN PLACE. (2) STARTING AT THE
<br />EAVE, 36-INCH-WIDE STRIPS OF UNDERLAYMENT FELT SHALL BE APPLIED OVERLAPPING SUCCESSIVE SHEETS 19
<br />INCHES AND FASTENED SUFFICIENTLY TO STAY IN PLACE.
<br />FOR ROOF SLOPES 4:12 OR GREATER, UNDERLAYMENT SHALL,,BE A MINIMUM OF ONE LAYER OF UNDERLAYMENT
<br />FELT APPLIED AS FOLLOWS: (1) STARTING AT THE EAVE, UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION
<br />PARALLEL TO THE EAVE, LAPPED 2 INCHES (51 MM), AND FASTENED SUFFICIENTLY TO STAY IN PLACE. METAL ROOF
<br />SHALL BE IN ACCORDANCE WITH SECTION 1507 OF THE FBC.
<br />WOOD TRUSS FRAMING SYSTEM
<br />* TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THESE SPECIFICATIONS AND WHERE ANY APPLICABLE DESIGN
<br />FEATURE IS NOT SPECIFIED HEREIN, DESIGN SHALL BE IN ACCORDANCE WITH APPLICABLE PROVISIONS OF LATEST
<br />EDITION OF NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS) AMERICAN FOREST AND PAPER
<br />ASSOCIATION (AFPA), AND DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ANSI/TPI 1),
<br />TRUSS PLATE INSTITUTE (TPI), AND CODE OF JURISDICTION.
<br />* fvIANUFACTURER SHALL FURNISH DESIGN AND PLACEMENT DRAWINGS BEARING SEAL AND REGISTRATION
<br />NUMBER OF A STRUCTURAL ENGINEER LICENSED IN STATE WHERE TRUSSES ARE TO BE INSTALLED. DRAWINGS
<br />SHALL BE APPROVED BY ENGINEER OF RECORD PRIOR TO FABRICATION.
<br />* TRUSS DESIGN DRAWINGS SHALL INCLUDE AS MINIMUM INFORMATION: SPAN, DEPTH OR SLOPE AND SPACING
<br />OF TRUSSES REQUIRED BEARING WIDTH DESIGN LOADS, AS APPLICABLE: (1) TOP CHORD LIVE LOAD; (2) TOP CHORD
<br />DEAD LOAD; (3) BOTTOM CHORD LIVE LOAD; (4). BOTTOM CHORD DEAD LOAD; (5) CONCENTRATED LOADS AND
<br />THEIR POINTS OF APPLICATION; AND (6) WIND AND SEISMIC CRITERIA; ADJUSTMENT TO LUMBER AND PLATE
<br />DESIGN LOADS FOR CONDITION OF USE REACTIVE FORCES, THEIR POINTS OF OCCURRENCE AND DIRECTION PLATE
<br />TYPE, GAGE, SIZE AND LOCATION OF PLATE AT EACH JOINT LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER
<br />LOCATION OF ANY REQUIRED CONTINUOUS LATERAL BRACING CALCULATED DEFLECTION RATIO AND/OR MAXIMUM
<br />DEFLECTION FOR LIVE AND TOTAL LOAD MAXIMUM AXIAL COMPRESSIVE FORCES IN TRUSS MEMBERS LOCATION OF
<br />JOINTS CONNECTION REQUIREMENTS FOR: (1) TRUSS TO TRUSS GIRDERS, (2) TRUSS PLY TO PLY, AND (3) FIELD
<br />SPLICLS.
<br />LUMBER USED FOR TRUSS MEMBERS SHALL BE IN ACCORDANCE WITH PUBLISHED VALUES OF LUMBER RULES
<br />WRITING AGENCIES APPROVED BY BOARD OF REVIEW OF AMERICAN LUMBER STANDARDS COMMITTEE. LUMBER
<br />SHALL. BE IDENTIFIED BY GRADE MARK OF A LUMBER INSPECTION BUREAU OR AGENCY APPROVED BY THAT BOARD,
<br />AND SHALL BE AS SHOWN ON DESIGN DRAWINGS.
<br />MOISTURE CONTENT OF LUMBER SHALL BE NO LESS THAN 7 PERCENT NOR GREATER THAN 19 PERCENT AT TIME OF
<br />FABRICATION.
<br />* ADJUSTMENT OF VALUES FOR DURATION OF LOAD OR CONDITIONS OF USE SHALL BE IN ACCORDANCE WITH
<br />NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS).
<br />* FIRE RETARDANT TREATED LUMBER, IF APPLICABLE, SHALL MEET SPECIFICATIONS OF TRUSS DESIGN AND ANSI/TPI
<br />1-1995, PAR 9.1.5 AND SHALL BE RE -DRIED AFTER TREATMENT IN ACCORDANCE WITH AWPA STANDARD C20.
<br />ALLOWABLE VALUES MUST BE ADJUSTED IN ACCORDANCE WITH NDS PAR 2.3.6. LUMBER TREATED SHALL SUPPLY
<br />CERTIFICATE OF COMPLIANCE.
<br />* METAL CONNECTOR PLATES SHALL BE MANUFACTURED BY ALPINE/I-UMBERMATE/CLERY AND SHALL BE NOT LESS
<br />T HA;"I .03o INCHES IN THICKNESS (20 GAGE) AND SHALL MEET OR EXCEED ASTM A653-94 GRADE 37, AND SHALL BE
<br />HOT DIPPED GALVANIZED ACCORDING TO ASTM A653-94, COATING DESIGNATION G60. WORKING STRESSES IN
<br />STEEL ARE TO BE APPLIED TO EFFECTIVE RATIOS FOR PLATES AS DETERMINED BY TEST IN ACCORDANCE WITH
<br />APPENDIX E AND F OF ANSI/TPI 1-1995.
<br />* IN HIGHLY CORROSIVE ENVIRONMENTS, SPECIAL APPLIED COATINGS OR STAINLESS STEEL MAY BE REQUIRED.
<br />* CUTTING AND ALTERING OF TRUSSES IS NOT PERMITTED.
<br />EXISTING BUILDINGS - 6th EDITION 2017 FBC
<br />NOTE:
<br />REPAIRS (CHAPTER 6)
<br />THE DESIGNER - TO THE BEST OF HIS OR HER ABILITY - HAS
<br />PROVIDED INFORMATION WITHIN THESE DRAWINGS THAT
<br />*THIS PROJECT HAS SUSTAINED LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE AND THEREFORE DAMAGED
<br />REPRESENTS EXISTING CONDITIONS. ANY DESCREPENCIES
<br />ELEMENTS SHALL BE PERMITTED TO BE RESTORED TO THEIR PRE -DAMAGE CONDITION IN ACCORDANCE WITH
<br />BETWEEN ACTUAL FIELD CONDITIONS AND THESE DRAWINGS
<br />SECTION 606.2.1
<br />SHOULD BE BROUGHT TO THE DESIGNERS ATTENTION
<br />IMMEDIATELY. THE GENERAL CONTRACTOR SHALL VERIFY ALL
<br />EXISTING FIELD CONDITIONS SUCH AS (BUT NOT LIMITED TO)
<br />DIMENSIONS, ELEVATIONS, WINDOW AND DOOR SIZES, EXTERIOR
<br />AND INTERIOR FINISHES, TRUSS LAYOUT, ROOF SLOPE AND
<br />OVERHANG, ELECTRICAL AND HVAC REQUIREMENTS. THE REPAIRS
<br />OUTLINED WITHIN THESE DRAWINGS SHALL CONFORM TO THE
<br />FLORIDA BUILDING CODE - EXISTING BUILDINGS - REPAIRS. ALL
<br />REPAIR MATERIALS AND COMPONENTS SHALL MATCH ALL
<br />EXISTING FINISHES AND MEET THE REQUIREMENTS OF THE
<br />FLORIDA BUILDING CODE - THE MORE STRINGENT SHALL APPLY.
<br />SYMBOL DEFINITIONS IONS
<br />EARTH - CLEAN COMPACTED
<br />FILL - SEE GENERAL NOTES
<br />SECTION CALL
<br />FOR REQUIREMENTS.
<br />ECTION CALL NUMBER
<br />STEEL - SEE GENERAL NOTES
<br />FOR REQUIREMENTS AND
<br />1 1
<br />CORROSION PROTECTION.
<br />RAWING NUMBER
<br />REFERENCED
<br />WOOD BEARING
<br />ELEVATION CALL
<br />WALL - SEE DETAILS
<br />FOR REQUIREMENTS.
<br />LEVATION CALL NUMBER
<br />1A
<br />1.1
<br />STUCCO -SEE GENERAL NOTES FOR
<br />REQUIREMENTS - STUCCO FINISH TO
<br />RAWING NUMBER
<br />MATCH EXISTING OR CHOSEN BY
<br />REFERENCED
<br />OWNER.
<br />DETAIL CALL
<br />CONCRETE - SEE
<br />TAIL CALL LETTER
<br />.. ; ••
<br />GENERAL NOTES
<br />' '•
<br />FOR REQUIREMENTS.
<br />AREA
<br />DETAILED
<br /><RAVVING
<br />CONCRETE MASONRY UNIT WALL
<br />CONSTRUCTION -SEE GENERAL
<br />NUMBER
<br />REFERENCED
<br />NOTES FOR REQUIREMENTS AND
<br />GROUT SPECIFICATIONS.
<br />FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
<br />DESCRIPTION OF BUILDING
<br />NUMBER AND TYPE OF FASTENER
<br />ELEMENTS
<br />SPACINGOF FASTENERS
<br />a,b,c
<br />Joist to sill or girder, toe nail
<br />3-8d (2-1/2" x 0.113") -
<br />1°' x 6" subfioor or less to each joist,
<br />2-8d (2-1/2' x 0.113")
<br />face nail
<br />2" subfloor to foist or girder, blind
<br />2-16d (3-1/2" x 0.135") -
<br />and face nail
<br />Sole plate to joistor blocking, face
<br />16d (3-1/2" x 0.135") 16" D.C.
<br />nail
<br />Top or sole plate to stud, end nail
<br />2-16d (3-1/2' x 0.135") -
<br />Stud to sole plate, toe nail
<br />3-8d or 2-16d (3-1/2" x 0.135") -
<br />Double studs, face nail
<br />10d (3" x 0.129")
<br />Double top plates, face nail.
<br />10d 0" x 0,128")
<br />Sole plate to joist or blocking at
<br />3-16d (3-1/2" x 0.135")
<br />braced wall panels
<br />Double top plates, minimum 24-Inch
<br />offset of end joints, face nail in
<br />lapped area
<br />8-16d (3-1/2" x 0.135'")
<br />24" D.C.
<br />24" o.c,
<br />16" o.c,
<br />Blocking between joists or rafters to
<br />3-8r1(2 1/2" x 0,113"}
<br />tap plate, toe nail
<br />Rim joist to top plate, toe nail
<br />8d (2-1/2" x 0.113")
<br />6" D.C.
<br />Top plates, lapsat corners and
<br />2-10d (3" x 0,128")
<br />-
<br />intersections, face nail
<br />Built-up header; two pieces with
<br />16d(3-1/2" x 0.135' 1
<br />„
<br />16 o.c, along each edge
<br />1/2'" spacer
<br />.... .....
<br />Continued header, two pieces
<br />16d(3-1/2" x 0.135")
<br />16" o.c. along each edge
<br />Ceiling joists to plate, toe nail
<br />3-8d (2-1/2' x 0.113")
<br />-
<br />Continuous header to stud, toe nail
<br />4-8d (2-1/2" x 0.113")
<br />Cellingioist, laps over partitions,
<br />3-10d (3" x 0.128")
<br />face nail
<br />Ceiling joist to parallel rafters, face
<br />.. ..... _..
<br />3-10d (3" x 0.128")
<br />nail
<br />Rafter to plate, toe nail
<br />2-16d (3-1/2 x 0A35")
<br />1" brace to each stub and plate, face
<br />2 8d (2 1j2" x 0.113")
<br />nail
<br />V x 6'sheathing to each bearing,
<br />2-8d (2-1/2" x OA13")
<br />face nall
<br />V x 8"sheathing to each bearing,
<br />2 $d (2 1/2" x 0,113")
<br />face nail
<br />Wider than 1" x 8"sheathing to each
<br />3-8d (2-1/2' x 0.113")
<br />bearing, face nail
<br />Built-up corner studs
<br />10d (3" x 0.128")
<br />24" o.c.
<br />Built-up girders and beams, 2-inch
<br />Nall each layer as follows: 32" o.c,
<br />lumber layers
<br />10d (3" x 0„128")
<br />at top and bottom and staggered.
<br />2" planks
<br />2-16d (3-1/2" x G.135")
<br />At each bearing
<br />Roof rafters to ridge, valley or hip
<br />rafters;
<br />toe nail
<br />face nail
<br />4-16d (3-1/2" x 0.135")
<br />3-16d (3-1/2" x 0.135")
<br />-
<br />Rafter ties to rafters, face nail
<br />3-8d (2-1/2" x 0.113")
<br />-
<br />Collar tie to rafter, face nail, or 1-
<br />3.-10d (3" x 0.128°)
<br />-
<br />1/4" x 20 gage ridge strap
<br />Roof Sheating
<br />8d R-1/2" x 0.113")
<br />6"° O.C. Min.
<br />4" O.C. Min. (End Zone) See WindDesign
<br />Roof Sheeting
<br />$d (2-1/2" x 0.113")
<br />Roof Sheating
<br />8d (2-1/2" x 0.113"}
<br />4" O.C. Min, ( All corners) See wind
<br />......_...
<br />Design
<br />Hoof Sheeting
<br />8d (2-1/2" x 0.113")
<br />4" O,C. Min. I@ All Gable ends) for
<br />Length of 4'-0" perpendicular to end
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<br />GABLE ROOF (PLAN VIEW)
<br />WALTON
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<br />HIP ROOF (PLAN VIEW)
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<br />OWIND
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<br />REF. TABLE ABOVE
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<br />REF, WIND DESIGN
<br />INFORMATION
<br />ASCE 7-10 WIND DESIGN INFORMATION FOR LOW RISE BUILDINGS
<br />BASIC WIND SPEED=140 MPH (3-SECOND GUST) (108 MPH NOMINAL)
<br />RISK CATEGORY = It
<br />EXPOSURE CATEGORY = B
<br />Kd = 1.0 (Kd = 0.85 WHEN LOAD FACTORS ARE USED - ASCE TABLE 26.6-1)
<br />KA = 1.0
<br />ENCLOSED BUILDING - INTERNAL PRESSURE COEFFICIENT + J - 0.18
<br />MEAN ROOF HEIGHT = < 30 FEET
<br />ASCE 7-10 COMPONENT AND CLADDING WIND PRESSURE - FIGURE 30.5-1
<br />ROOF 7 TO 27 DEGREES
<br />ROOF ZONE 1 = +20.3, 32.3 PSF
<br />ROOF ZONE 2 = +203, -562 PSF
<br />ROOF ZONE 3 = +20 3, -83.1 PSF
<br />OVERHANG ZONE 2 = -65 7 PSF
<br />OVERHANG ZONE 3 = -110.6 PSF
<br />WALL ZONE 4 = +35.3 -38.2 PSF
<br />WALL ZONE 5 = +35.3, -47.2 PSF
<br />ZONE WIDTH - A = 3.0 FT ,
<br />OVERALL REPAIR PLAN
<br />SCALE: 1/8" = V-0"
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<br />ALL WORK SHALL CoMpLY W1, �
<br />CODES FLORIDA BUILDING CODE,
<br />NATIONAL ELECTRIC CODE
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<br />Date: 08 / 09 / 19
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